Operational Effects of U-Turns as Alternatives to Direct Left-Turns

Author:

Liu Pan1234,Lu Jian John1234,Zhou Huaguo1234,Sokolow Gary1234

Affiliation:

1. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB118, Tampa, FL 33620.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB118, Tampa, FL 33620.

3. Senior Research Associate, Center for Urban Transportation Research, Univ. of South Florida, 4202 E. Fowler Ave., CUT100, Tampa, FL 33620.

4. Senior Transportation Planner, Florida DOT-System Planning Office, 605 Suwannee St. #19, Burns Building, SRD Unit 3920, Tallahassee, FL 32399.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference16 articles.

1. Adams J. C. and Hummer J. E. (1993). “Effects of U-turns on left-turn saturation flow rates.” Transportation Research Record. 1398 Transportation Research Board Washington D.C. 90–100.

2. Capacity of U-turn at median opening;Al-Masaeid H. R.;ITE J.,1999

3. Carter D. Hummer J. E. and Foyle R. S. (2005). “Operational and safety effects of U-turns at signalized intersections.” Transportation Research Record. 1912 Transportation Research Board Washington D.C. 11–18.

4. Cluck J. Levinson H. S. and Stover V. (1999). “Impacts of access management techniques.” NCHRP Rep. No. 420 National Cooperative Highway Research Program Transportation Research Board Washington D.C.

5. Dorothy W. P. Maleck L. T. and Sarah N. (1997). “Operational aspects of Michigan design for divided highways.” Transportation Research Record. 1579 Transportation Research Board Washington D.C. 18–26.

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